Calicut University Tender
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Calicut University Tender
Eprocure
Opening Date19 Jan 2019
Closing Date29 Jan 2019
Tender Amount₹ 6,84,160
Costs
EMD
₹ 21,295Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of The Canal Link Road
Description
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Contact
Tender Id
2019_UoC_262447_1Bid Award Id
ViewTender No
D1/2510/2018Tender Authority
Calicut University ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper mbedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
435
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876.96
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4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) : (A) By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
60
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2737.23
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4.9 : Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75
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2984.87
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